HomeMy WebLinkAbout18129 Hinckley Ave-SurveyPORCH>>HINCKLEY AVENUE25
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Drainage and Utility Easement
PROPOSED
DRIVEWAY
5.8% SLOPE
HIDEAWAY TRAIL
PROPOSED
HOUSE
PROPOSED
GARAGE11.0022.9811.0024.00510
N00°46'19"W 80.50N89°13'41"E 130.00
S89°02'08"W 62.87L=67.35 R=467.00Δ=8°15'46"S00°46'19"E 84.921510
30
20257
Planned Sidewalk
59
1039.97
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N:177643.68
E:520303.25
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EX CB
RIM=1042.51
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EX SAN MH
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E:520290.29
Drain Tile Cleanout
25.5
29.510.06.0
9.82.0
6.05.544.0012.006.00
12.462.00
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2225303 L25B5
DATE
REVISION SCHEDULE
DESCRIPTION BY
PROJECT NO.
CAD FILE NAME
DRAWN BY
DESIGNED BY
ORIGINAL ISSUE DATE
CLIENT PROJECT NO.
REVIEWED BY
PROJECT
SHEET
TITLE
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,FILE LOCATION: S:\PROJECTS\25000 PROJ\25300-25399\25303 STREEFLAND PROPERTY - LENNAR - LAKEVILLE MN\25303 CIVIL-SURVEY\SURVEY PRODUCTION DRAWINGS\LOT CERTS\BLOCK 5\LOT 25\25303 L25B5.DWG 1OF
CERTIFICATE
OF SURVEY
1
-
21-25303
11/30/22
LAKEVILLE MINNESOTA
LENNAR
CORPORATION
CASLANO
LOT 25, BLOCK 5
JW
---
---
I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF
MINNESOTA.
DATE LIC. NO.11/30/22 45817
MARK A. SCHWANZ
0
SCALE IN FEET
10 20
LEGEND
Proposed Building
Sanitary Line
Water Line
Storm Line
Curb Stop
Fire Hydrant
Water Valve
Manhole/Catch Basin
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CONSTRUCTION NOTES:
1.Install rock construction entrance.
2.Install silt fence as needed for erosion.
3.Sidewalks shall drain away from house a minimum of
1%.
4.Contractor must verify driveway design.
5.Contractor must verify service elevation prior to
construction.
6.Add or remove foundation ledge as required.
GENERAL NOTES:
1.Grading plan by ISG last dated May 9, 2022 was used to
determine proposed elevations shown hereon.
2.This survey does not purport to show improvements or
encroachments, except as shown, as surveyed by ISG
or under my direct supervision.
3.Proposed building dimensions shown are for horizontal
location of structures on the lot only. Contact builder
prior to construction for approved construction plans.
4.No specific soil investigation has been performed on this
lot by the surveyor. The suitability of soils to support the
specific house proposed is not the responsibility of the
surveyor.
5.If building footprint exceeds the building pad, additional
earthwork and testing will be required to meet the
requirements as outlined within the geotechnical report.
6.This certificate does not purport to show easements
other than those shown on the recorded plat.
7.Bearings shown are based on the Final Plat.
8.Site address is 18129 Hinckley Avenue, Lakeville, MN
55044
9.House/Basement type: Summit EH07 A3 - Left - Full
10.Building dimensions shown are based on First Floor
Plan.
11.Proposed Contours are shown hereon.
12.Topographic survey was completed on November 22,
2022.
BENCHMARK:
Top nut fire hydrant located in the NE quadrant of Hideaway
Trail and Highview Avenue
Elevation = 1038.03 feet
AREA TABLE:
House/Garage Area =2,136 sq. ft.
Porch Area = 156 sq. ft.
Driveway/Walk Area = 900 sq. ft.
Total Impervious Area = 3,192 sq. ft.
Lot Area = 10,959 sq.ft.
Impervious Coverage = 29.1%
HOUSE ELEVATIONS:Proposed/As-Built
Garage Floor = 1043.30
Top of Foundation = 1043.60
Lowest Floor = 1035.60
Set Lath at Property Corner
Offset Iron
Existing Contour
Proposed Contour
Proposed Elevation
Proposed Spot Elevation
Existing Spot Elevation
Surface Drainage Direction
Proposed Tree/Shrub
982.2
982
982.
5
985.0
5
AA GA QB QE UP
12/14/22 City Comments JW
1/18/23 House Type Changed JW
GRADING QUANTITIES (CY)
Common Cut -326
Common Fill 389
Total (±)63
Note: Cut and fill quantities include building
excavation, driveway, and lot grading.
1/19/23 House Re-Stake JW
The curb box, drain tile cleanout, and catchbasin(if applicable) must be inspected andaccepted before As-Built escrow monies willbe released. All structures must be flushwith the sod. This will be scheduled with the
landscape inspection.
*Draintile connection required.
EROSION CONTROL
MUST BE INSTALLED
BEFORE EXCAVATION
*Maintain 6" between bottom of siding and sod.*No structures in easements.
ENGINEERING REVIEWED
Date:__________________02/01/2023 lritchie